Title of article
A new technique for studying the behaviour of concrete in shear
Author/Authors
Boulifa, Ridha Mentouri University - Laboratory of Soil Mechanics and Structures, Algeria , Samai, Mohamed Laıd Mentouri University - Department of Civil Engineering, Algeria , Benhassine, Mohamed Tayeb Mentouri University - Department of Civil Engineering, Algeria
From page
149
To page
159
Abstract
The direct determination of shear characteristics of concrete by universal tests is still a major concern for researchers. Most available studies use a torque that is applied to a hollow cylinder with a thickness/radius ratio as small as possible. This serves to develop a test based on the behaviour of the material and not the structure. However, these tests may show dispersions due to problems of fragility or non-homogeneity of the material. For this, an original experimental device has been used by creating two stress free zones using two Styrofoam pieces added to the cylindrical mold. New boundary conditions are created to transform the compression stress into shear on a limited area. The device ensures the perpendicularity of the cylinder and the good distribution and homogeneity of constraints. Using this technique allows the determination of the influence of the failure surface inclination on the behaviour of concrete in shear
Keywords
Concrete , Shear rupture , Slip , Test , Iosipescu
Journal title
Journal Of King Saud University - Engineering Sciences
Journal title
Journal Of King Saud University - Engineering Sciences
Record number
2609628
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